| Date |
Text |
| 2006-05-08 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 05110729 |
| | ADD:4300 N FLAGLER DR |
| | CONT: ROONEY CENTEX CONSTRUCTION |
| | TEL: (561)478-0381 |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | -----NOTE----- |
| | |
| | THIS PERMIT APPLICATION IS FOR SITE |
| | CLEARING AND SITE UTILITIES AND |
| | FOUNDATION OF THE MTC (MARINE |
| | TECHNOLOGIES CENTER) BUILDING. |
| | |
| | |
| | WHEN RESUBMITTING PLANS PLEASE INDICATE |
| | THE REVISION & REMOVE & REPLACE ANY |
| | PAGES AS NECESSARY. A TRANSMITTAL LETTER |
| | LISTING THE ORIGINAL REVIEW COMMENT NUM- |
| | BER, WITH A DESCRIPTION OF THE REVISION |
| | MADE, IDENTIFYING THE SHEET OR SPECIFICA |
| | TION PAGE WHERE THE CHANGES CAN BE FOUND |
| | WILL HELP TO EXPEDITE YOUR PERMIT. THANK |
| | YOU FOR YOUR ANTICIPATED COOPERATION. |
| | |
| | 1) FL S S 713.13 |
| | NOTICE OF COMMENCEMENT, TO BE FILED |
| | WITH THE CLERK OF THE COURT BEFORE A |
| | PERMIT WILL BE ISSUED. NOTE: 713.13(2) |
| | IF THE WORK DESCRIBED IN THE NOTICE OF |
| | COMMENCEMENT IS NOT ACTUALLY COMMENCED |
| | WITHIN 90 DAYS AFTER THE RECORDING |
| | THEREOF, SUCH NOTICE IS NULL & VOID. |
| | |
| | 2) 109.3.10* IMPACT OF CONSTRUCTION. ALL |
| | CONSTRUCTION ACTIVITY REGULATED BY THIS |
| | CODE SHALL BE PERMORMED IN A MANNER SO |
| | AS NOT TO ADVERSLY IMPACT THE CONDITION |
| | OF ADJACENT PROPERTY, UNLESS SUCH |
| | ACTIVITY IS PERMITTED TO AFFECT SAID |
| | PROPERTY PURSUANT TO A CONSENT BY THE |
| | APPLICABLE PROPERTY OWNER, UNDER TERMS & |
| | CONDITIONS AGREEABLE TO THE APPLICABLE |
| | PROPERTY OWNER.THIS INCLUDES BUT IS NOT |
| | LIMITED TO THE CONTROL OF DUST, NOISE, |
| | WATER OR DRAINAGE RUN-OFF, DEBRIS, AND |
| | THE STORAGE OF CONSTRUCTION MATERIALS. |
| | NEW CONSTRUCTION ACTIVITY SHALL NOT |
| | ADVERSELY IMPACT HISTORICSURFACE WATER |
| | DRAINAGE FLOWS SERVING ADJACENT |
| | PROPERTIES, & MAY REQUIRE SPECIAL |
| | DRAINAGE DESIGNCOMPLYING WITH |
| | ENGINEERING STANDARDS TO PRESERVE THE |
| | POSITIVE PATTERNS OF THE AFFECTED |
| | SITES.ACCORDINGLY, DEVELOPERS, |
| | CONTRACTORS, AND OWNERS OF ALL NEW |
| | RESIDENTIAL DEVELOPMENET, INCLUDING |
| | ADDITIONS, POOLS, PATIOS, DRIVEWAYS, |
| | DECKS, OR SIMILAR ITEMS, ON EXISTING |
| | PROPERTIES RESULTING IN A DECREASE IN |
| | EXCESS OF 800SQ FT OF PERMEABLE LAND |
| | AREA ON ANY PARCELL SHALL AS A PERMIT |
| | CONDITION, PROVIDE A PROFESSIONALY |
| | PREPARED DRAINAGE PLAN CLEARLY |
| | INDICATING COMPLIANCE WITH THIS |
| | PARAGRAPH. UPON COMPLETION OF THE |
| | IMPROVEMENT, A CERTIFICATE FROM A |
| | LICENSED ENGINEER SHALL BE SUBMITTED TO |
| | THE INSPECTOR IN ORDER TO RECEIVE |
| | APPROVAL OF THE FINAL INSPECTION. |
| | |
| | 3) 109.3.10.1 HURICANE PROTECTION. |
| | IT SHALL BE UNLAWFUL FOR ANY PERSON TO |
| | ALLOW CONSTRUCTION RELATED MATERIALS |
| | EQUIPMENET AND DEBRIS TO REMAIN LOOSE OR |
| | OTHERWISE UNSECURED AT A CONSTRUCTION |
| | SITE FROM 24 HRS. AFTER A HURRICANE |
| | WATCH HAS BEEN ISSUED UNTIL THE |
| | HURRICANE WATCH OR WARNING HAS BEEN |
| | LIFTED. ALL SUCH CONSTRUCTION MATERIALS, |
| | EQUIPMENT AND DEBRIS SHALL BE EITHER |
| | REMOVED FROM THE CONSTRUCTION SITE OR |
| | SECURED IN SUCH A MANNER AS TO MINIMIZE |
| | THE DANGER OF SUCH CONSTRUCTION |
| | MATERIALS, EQUIPMENT AND DEBRIS CAUSING |
| | DAMAGE TO PERSONS OR PROPERTY FROM |
| | HIGHWINDS. |
| | ANY PERSONS WHO FAILS TO COMPLY TO |
| | REMOVE OR SECURE THE CONSTRUCTION |
| | MATERIALS EQUIPMENT AND DEBRIS WITHIN |
| | 24 HRS AFTER A HURRICANE WATCH HAS BEEN |
| | ISSUED SHALL BE SUBJECT TO A FINE NOT TO |
| | EXCEED $500.00. |
| | IN ADDITION TO THE ABOVE, A LICENSED |
| | CONTRACTOR WHO VIOLATES THIS SECTION |
| | SHALL BE SUBJECT TO DISCIPLINE PURSUANT |
| | TO SECTION 113 OF THIS CHAPTER. |
| | |
| | 4) A-2.04 BAY# 19 PLEASE PROVIDE |
| | ADDITIONAL INFORMATION AS TO WHAT TYPE |
| | OF MATERIALS ARE TO BE STORED, WHAT TYPE |
| | |
| | OF RACKS, AND HEIGHT OF RACKS. S1 VS S2 |
| | OCCUPANCY, SECTION 311.1. |
| | |
| | 5) NOTE FOR BAYS 2,14,15 & 16 WITH OPEN |
| | MEZZANINES. THE AREA BELOW THE |
| | MEZZANINES CAN NOT BE FILED IN AFTER |
| | C.O. WILL MAKE A CODE VIOLATION.THIS |
| | WILL BE A STIPULATION FOR ALL MEZZANINES |
| | IN THIS BUILDING. |
| | 505.2 AREA LIMITATION. |
| | THE AGGREGATE AREA OF A MEZZANINE OR |
| | MEZZANINES WITHIN A ROOM SHALL NOT |
| | EXCEED ONE-THIRD OF THE AREA OF THAT |
| | ROOM OR SPACE IN WHICH THEY ARE LOCATED. |
| | THE ENCLOSED PORTIONS OF ROOMS SHALL NOT |
| | BE INCLUDED IN A DETERMINATION OF THE |
| | SIZE OF THE ROOM IN WHICH THE MEZZANINE |
| | IS LOCATED. IN DETERMINING THE ALLOWABLE |
| | MEZZANINE AREA, THE AREA OF THE |
| | MEZZANINE SHALL NOT BE INCLUDED IN THE |
| | AREA OF THE ROOM. |
| | |
| | 6A) A-2.04 / A2.05 OFFICE BAY # 1. |
| | DEFINITION: MEZZANINE. AN INTERMEDIATE |
| | LEVEL OR LEVELS BETWEEN THE FLOOR AND |
| | CEILING OF ANY STORY WITH AN AGGREGATE |
| | FLOOR AREA OF NOT MORE THAN ONE-THIRD OF |
| | THE AREA OF THE ROOM OR SPACE IN WHICH |
| | THE LEVEL OR LEVELS ARE LOCATED (SEE |
| | SECTION 505 ). |
| | 505.2 AREA LIMITATION. |
| | THE AGGREGATE AREA OF A MEZZANINE OR |
| | MEZZANINES WITHIN A ROOM SHALL NOT |
| | EXCEED ONE-THIRD OF THE AREA OF THAT |
| | ROOM OR SPACE IN WHICH THEY ARE LOCATED. |
| | THE ENCLOSED PORTIONS OF ROOMS SHALL NOT |
| | BE INCLUDED IN A DETERMINATION OF THE |
| | SIZE OF THE ROOM IN WHICH THE MEZZANINE |
| | IS LOCATED. IN DETERMINING THE ALLOWABLE |
| | MEZZANINE AREA, THE AREA OF THE |
| | MEZZANINE SHALL NOT BE INCLUDED IN THE |
| | AREA OF THE ROOM. |
| | IN THE OFFICE BAY THERE ISN'T A |
| | MEZZANINE BUT A TRUE SECOND STORY. THE |
| | DEFINITION AND AREA LIMITATION |
| | INDICATES THAT THE MEZZANINE MUST |
| | COMMUNICATE WITHIN THE ROOM IT IS IN. |
| | THIS CONFIGURATION IS TRUELY A SECOND |
| | STORY AND MUST MEET THE EGRESS |
| | REQUIREMENTS OF VERTICAL EXIT |
| | ENCLOSURERS, SECTION 1019. |
| | |
| | 6B)110.4.2 STORAGE & FACTORY- INDUS- |
| | TRIAL OCCUPANCIES. IT SHALL BE THE |
| | RESPONSIBILITY OF THE OWNER, AGENT, |
| | PROPIETOR OR OCCUPANT OF GROUP S AND |
| | GROUP F OCCUPANCIES, OR ANY OCCUPANCY |
| | WHERE EXCESSIVE FLOOR LOADING IS LIKELY |
| | TO OCCUR, TO EMPLOY A COMPETENT ARCHI- |
| | TECT OR ENGINEER IN COMPUTING THE SAFE |
| | FLOOR LOAD CAPACITY. ALL SUCH COMPUTA- |
| | TIONS SHALL BE ACCOMPANIED BY AN AFFA- |
| | DAVIT FROM THE ARCHITECT OR ENGINEER |
| | STATING THE SAFE ALLOWABLE FLOOR LOADS |
| | ON EACH FLOOR IN POUNDS PER SQ FT.THE |
| | COMPUTATIONS & AFFADAVIT SHALL BE FILED |
| | AS A PERMANENT RECORD OF THE BLDG DEPT. |
| | |
| | 6C) 10.4.3.SIGNS REQUIRED. IN EVERY |
| | BUILDING OR PART OF A BUILDING USED FOR |
| | STORAGE, INDUSTRIAL OR HAZARDOUS PUR- |
| | POSES, THE SAFE FLOOR LOADS, AS REVIEWED |
| | BY THE BUILDING OFFICIAL ON THE PLAN, |
| | SHALL BE MARKED ON PLATES OF APPROVED DE |
| | SIGN WHICH SHALL BE SUPPLIED & SECURELY |
| | AFFIXED BY THE OWNER OF THE BUILDING IN |
| | A CONSPICUOUS PLACE IN EACH STORY TO |
| | WHICH THEY RELATE. SUCH PLATES SHALL NOT |
| | BE REMOVEDOR DEFACED, & IF LOST, |
| | REMOVED THE OWNER OF THE BUILDING SHALL |
| | REPLACE THEM. |
| | |
| | 7) THE SECOND FLOOR OFFICE AREA HOW MANY |
| | PEOPLE WILL OCCUPY THIS AREA? WILL THERE |
| | BE ANY STORAGE AREAS ON THE SECOND |
| | FLOOR? POSSIBLE VERTICAL ACCESSABILITY. |
| | |
| | 8) ADDITIONAL INFORMATION REQUIRED. |
| | PLEASE DESCRIBE THE USAGE OF THE PARTS |
| | DEPOT ROOM. |
| | |
| | 9) PROVIDE INFORMATION WHY THERE IS A |
| | CONTAINMENT AREA, BAY# 8? |
| | |
| | 10) FP2.2 DOESN'T INDICATE THE STORAGE |
| | ROOM# 19, NO OTHER SHEETS. |
| | |
| | 11) S-1 INDICATES THERE IS A SOILS |
| | REPORT PLEASE PROVIDE.1802.2.1 |
| | QUESTIONABLE SOIL. |
| | WHERE THE SAFE-SUSTAINING POWER OF THE |
| | SOIL IS IN DOUBT, OR WHERE A |
| | LOAD-BEARING VALUE SUPERIOR TO THAT |
| | SPECIFIED IN THIS CODE IS CLAIMED, THE |
| | BUILDING OFFICIAL SHALL REQUIRE THAT THE |
| | NECESSARY INVESTIGATION BE MADE. SUCH |
| | INVESTIGATION SHALL COMPLY WITH THE |
| | PROVISIONS OF SECTIONS 1802.4 THROUGH |
| | 1802.6 . |
| | |
| | 12) S-1 NOTE FOR PRE-ENGINEERED BUILDING |
| | |
| | INDICATES THE FBC 2001 CODE EDITION, |
| | PLEASE CORRECT. |
| | |
| | 13) PROVIDE FLOOD ZONE ELEVATION |
| | CERTIFICATE FOR NEW CONSTRUTION WITH |
| | BASE FLOOD ELEVATION, CITY CODE REQUIRES |
| | AN ADDITIONAL 6". |
| | |
| | 14) S1-S2 MISSING INFORMATION, ANCHOR |
| | BOLT DESCRIPTION, SIZE LENGTH AND GRADE |
| | OF STEEL.BUTLERNOTE " FOUNDATION |
| | DESIGN AND ANCHOR BOLTS, NUTS AND |
| | WASHERS ARE NOT FURNISHED BY BUTLER. |
| | PROPER EMBEDMENT LENGTH MUST BE DESIGNED |
| | BY THE FOUNDATION DESIGN ENGINEER. |
| | |
| | 15)****CAUTION**** |
| | BUTLER NOTE: |
| | RIGID FRAMES HAVE BOTH HORIZONTAL AND |
| | VERTICAL REACTIONS ACTING AT THE BASE OF |
| | THE COLUMN. IN SOME CASES THE HORIZONTAL |
| | FORCE IS GREATER THAN THE VERTICAL. A |
| | FOUNDATION DESIGNED FOR A CONVENTIONAL |
| | STRUCTURE WILL NOT BE SATISFACTORY. |
| | FAILURE TO MAKE ADEQUATE PROVISION FOR |
| | THE HORIZONTAL THRUST CAN RESULT IN |
| | FOUNDATION FAILURE. |
| | PLEASE PROVIDE RESPONCE. |
| | |
| | 16) BUTLER LAYOUT PLANS HAVE COPIED |
| | ENGINEERS SIGNATURES: |
| | PLANS, SPECIFICATIONS,REPORTS OR |
| | OTHER DOCUMENTS PREPARED BY THE DESIGN |
| | PROFESSIONAL AND BEING FILED FOR PUBLIC |
| | RECORD SHALL HAVE THE SIGNATURE AND |
| | SEAL OF THE DESIGN PROFESSIONAL AFFIXED |
| | TO THE DOCUMENT. |
| | FL STATE STAT: 61G15-23.002 ENGINEERS |
| | FL ATATE STAT: 61G16.003 ARCHITECTS |
| | |
| | 17) BUTLER LAYOUT SHEETS 2 OF THE 3 SETS |
| | HAVE RAISED SEALS THE OTHER IS MISSING |
| | THE RAISED SEAL. FAC 61G15-23.002 |
| | |
| | 18) LETTERFROM BUTLER MANUFACTURING CO |
| | PATRICK A. KREUSER P.E. ALSO REQUIRES |
| | SIGNATURE TO BE SEALED. |
| | PLANS, SPECIFICATIONS,REPORTS OR |
| | OTHER DOCUMENTS PREPARED BY THE DESIGN |
| | PROFESSIONAL AND BEING FILED FOR PUBLIC |
| | RECORD SHALL HAVE THE SIGNATURE AND |
| | SEAL OF THE DESIGN PROFESSIONAL AFFIXED |
| | TO THE DOCUMENT. |
| | FL STATE STAT: 61G15-23.002 ENGINEERS |
| | FL ATATE STAT: 61G16.003 ARCHITECTS |
| | |
| | 19) GROUND FLOOR ENGINEERING:MISSING, |
| | FAC 471.023 F.S.CERTIFICATE OF |
| | AUTHORIZATION.THE TITLE BLOCK FOR ANY |
| | SHEET BEARING THE NAME OF AN ENGINEER |
| | PRACTICING UNDER A FICTITIOUS NAME, A |
| | CORPORATION, OR A PARTNERSHIP, OFFERING |
| | ENGINEERING SERVICES, SHALL INCLUDE THE |
| | CERTIFICATE OF AUTHORIZATION NUMBER. |
| | ADD THE NUMBER TO EACH SHEET.THIS MAY |
| | BE ADDED BY HAND. |
| | |
| | 20) 1609.1.4 PROTECTION OF OPENINGS. |
| | IN WIND-BORNE DEBRIS REGIONS, EXTERIOR |
| | GLAZING THAT RECEIVES POSITIVE PRESSURE |
| | IN THE LOWER 60 FEET (18.3 M) IN |
| | BUILDINGS SHALL BE ASSUMED TO BE |
| | OPENINGS AND THE BALANCE OF GLAZED |
| | OPENINGS IN THE REST OF THE BUILDING |
| | SHALL BE ASSUMED TO BE ZERO UNLESS SUCH |
| | GLAZING THAT RECEIVES POSITIVE PRESSURE |
| | IS IMPACT RESISTANT OR PROTECTED WITH AN |
| | IMPACT RESISTANT COVERING MEETING THE |
| | REQUIREMENTS OF SSTD 12, ASTM E 1886 AND |
| | ASTM E 1996, OR MIAMI-DADE TAS 201, 202 |
| | AND 203 REFERENCED THEREIN AS FOLLOWS: |
| | 1.GLAZED OPENINGS LOCATED WITHIN 30 |
| | FEET (9.1 M) OF GRADE SHALL MEET THE |
| | REQUIREMENTS OF THE LARGE MISSILE TEST. |
| | 2.GLAZED OPENINGS LOCATED MORE THAN |
| | 30 FEET (9.1 M) ABOVE GRADE SHALL MEET |
| | THE PROVISIONS OF THE SMALL MISSILE |
| | TEST. |
| | |
| | 21) WPB ADMIN CODE 106.3* PRODUCT |
| | APPROVALS. THOSE PRODUCT WHICH ARE |
| | REGULATED BY DCA RULE 9B-72 SHALL BE |
| | REVIEWED AND APPROVED IN WRITING BY THE |
| | DESIGNER OF RECORD PRIOR TO SUBMITTAL |
| | FOR JURISDICTIONAL APPROVAL. |
| | |
| | 22) PRODUCT APPROVALS SUBMITTED WITH |
| | PERMIT APPLICATION AFTER OCTOBER 1, 2003 |
| | ARE REQUIRED TO COMPLY WITH THE FLORIDA |
| | PRODUCT APPROVAL SYSTEM. FOR INFORMATION |
| | PLEASE SEE THE STATE WEBSITE AT |
| | WWW.FLORIDABUILDING.ORG. PRODUCTS WITH |
| | STATEWIDE APPROVAL ARE REQUIRED TO BE |
| | SUBMITTED WITH A COVER SHEET THAT LISTS |
| | THE PRODUCT IDENTITY NUMBER FROM THE |
| | STATE. IF THE PRODUCT DOES NOT HAVE |
| | STATEWIDE APPROVAL, SUBMIT AN APPLICA- |
| | TION FOR LOCAL PRODUCT APPROVAL OR SITE |
| | SPECIFIC FORM PER RULE 9B-72. SEE |
| | ATTACHMENT. WWW.FLORIDABUILDING.ORG |
| | |
| | 23)FL BLD CODE 1609.1.5: COMPONENTS & |
| | CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| | OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| | TESTING REPORTS,MISSING REPORTS ARE AS |
| | FOLLOWS: |
| | A) WINDOWS |
| | B) SWING DOORS |
| | C) OVERHEAD DOORS |
| | D) PANEL WALLS |
| | E) ROOFING ASSEMBLIES |
| | |
| | 24)BEFORE A PERMIT TO CONSTRUCT, MAY |
| | BE ISSUED, IMPACT FEES MUST BE PAID TO |
| | PALM BEACH COUNTY. THE ACTUAL PERMIT |
| | SET OF PLANS MUST BE STAMPED BY THAT |
| | OFFICE, AND A COPY OF THE PAID RECEIPT |
| | ATTACHED TO THE PERMIT APPLICATION. |
| | PLEASE CALL (561)233-5025 FOR MORE |
| | INFORMATION. |
